RFI - SCG 32225-CD Issue 2-13.02.2023

 

 

DRAWING SIZE — At

 

HEIGHT DA

LOT 2 & 3 ON MCH38
Level Datum AHD

Gympie Tce, Noosaville

 

TUM
81

Level Origin PM 105735, RL 4.577 H

Survey information provided by | !
Max Watterson & Associ

ates

 

 

+180

48077

F,
Ellin

 

S.L. 12.50
LLL. 12.00

 

 

 

 

L
L_]

 

[x] cr2

Ej cP3

(RCS)

Fe

GD-150

—— SWw/EX

 

 

Sw

oe RW

LEGEND

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED GROUND SURFACE.

INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (|.L.) OF ADJACENT STORMWATER PIT

DRIVEWAY SLAB/PAVEMENT. REFER TO NOTES
AND DETAILS ON DRG. OW4.1 FOR THICKNESS
AND REINFORCING.

LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.

600Sq IPWEA TYPE 2A FIELD INLETS,
PRE-CAST CONCRETE WITH HEAVY DUTY
GRATE WHERE INSTALLED IN PAVED
AREAS.

450Sq STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED
LID. REFER TP DETAIL ON DRG. SW1.2

400Sq GRATED FIELD INLETS, POLY AND LIGHT
DUTY GRATE WHER IN LANDSCAPE AREAS.

ROOF WATER CONNECTION, REFER
HYDRAULIC CONSULANT FOR
INTERNAL DRAINAGE DETAILS,
TYPICAL.

150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

INDICATES POSITION OF CONCRETE
SLEEPER RETAINING WALL TO
STRUCTURAL ENGINERS DETAIL.

 

  

 

www.dialbeforeyoudig.com.au

SAY DIAL 1100

‘Wy BEFORE YOU DIG

 

 

 

   
   

 

 

 

 

~~ CHAPLAIN: PARK

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EX. SMH
| ————
olo | ===
oy} LJ jj Poo Cc] POOL 1
| oa |. [ oO
¢P3 - Se E YH by S.L. 2.350 LH EI
GPS B | pot 2590 iL, 1.900 aE
SL. 2.350 |[SL_ 2.350 O |G LL 1.900 5 GPS CP3 Z| |
Sik 1. 7 | 7s |
arg IL 1.900 |[IL. 1.900 | a SF o A a. = |
uw Ww a SJ
FALL LANDSCAPED AREAS 10 S.L_2.100 T \ oO = is CP3
FORMED FLOW PATHS TO DIVERT LL. 1.700 \ I CP3 CP3 = T
RUNOFF TO GRATED INLETS 1 in I | S.._2.100| | FALL LANDSCAPED AREAS 10
100 NIN FALL. ALLOW FOR Ni SL. 2.200 SL. 2.200 iL. 1.700 | | FORMED FLOW PATHS TO DIVERT
OVERFLOW TO COUNCIL PARK AT a d LL. 1.800 LL. 1.800 @ | RUNOFF TO GRATED INLETS 1 in
REAR} TYPICAL | GROUND ROUND \] ain GROUND GROUND + 100 MIN FALL. ALLOW FOR
gt | FFL 2.700 FFL 2.700 Ng 2 | ao. FFL 2.700 FFL 2.700 2 OVERFLOW TO COUNCIL PARK AT
4s ~. oj s{t+s— Is
6 — IL 6 6 ls iB
| |\ > AF A i
| GP3 ESIDENTIA GP3 GP3 > i
S200] #°)” voo Na e NY vou" te te” ESIDEWTIAL | ee
IL 1.500 EVEL OPMENT SL. 2350] | [SL 2.350 voi da
IL. 1.500 LL. 1.500 —= —= 11400
: Lt.
a T ~ : |
|
Qo 2 a G 3 : i
&) 4 oO .
H a B S
Jo . - \ $
3 0 i | JP ty s
ai GARAGE SARAGE | GARAGE GARAGE Re
2p FFL 2.200 No TFL = FFL 2.200 FFL 2.200 I |
sp pS a LS | PROPOSED UNDERGROUND TRAFFICABLE
= a \ S S 3 | WATER TANKS (LU3000 LATTICE
e ‘ \ANe S\ ‘ ji | UNDERGROUND TANK) FOR STOMRWATER
L 23] 1 LS. J . SA RE-USE FOR NON-POTABLE PURPOSES.
ene eDiets (| nee So ROOF STORMWATER ONLY MIN CAPACITY
+ Wo Taree 5 . Te 3000 It PER DWELLING.
r TANK. - . Pg TANK
o le l
| ip Lt 4 G |
BUILDER TO POT HOLE LOCATE AND a SS a a m| | REFER TO HYDRAULICS
CONFIRM EXISTING SERVICES LOCATIONS # SL 1.685 | NK , Sy. (RCS) A CONSULTANT FOR INTERNAL
GP2 on [it 4-100 [~ (rcs) = 9056 YP EL = DRAINAGE,
& LEVELS BEFORE ANY EARTHWORKS ra cD-150 NN ln u
ARE CARRIED OUT. REPORT ANY _~ cael Semen 2 Oe Et pT wae SW cpt wy
DISCREPANCIES TO THIS FIRM. <6. f 1508 uPVC a SL. 1.920 °
’ IL0750fof & TP +
E E |___ -§ —__ - +H 2} =
[/>———— NEW 1.8m WIDE FOOTPATH =|$S =P EX. 3750 RCP
eI OS ‘ 6 6 78 BG mee US LL: 0.00 (APPROX.)
2/125x75x4.0 RHS (GALV.) ae Ky a AZ AZ pat Smt ay * DS |.L: UNKNOWN
LAID AT 1 in 100 MIN. INSTALL TO Sr A a SR ETE a Yee SET (ASSET ID 1034208)
NEW KERB ADAPTORS IN = my " _
ACCORDANCE WITH COUNCIL STD = re LINE MARKING

DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.

DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN

 

/ FOR REINFORCING.

Saat Gest

von

  

300mm MIN THK COMPACTED

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

APPROVED COMPACTED
BEDDING SAND.

 

 

 

TRAFFICABLE AREAS

©@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm

 

 

/- \SW PIPE TRENCH/PIPE BEDDING & BACKFILLING

 

\{_/ UNDER PAVEMENT TYPICAL SECTION

GRANULAR MATERIAL UNDER SLAB.

 

 

GYMPIE TERRACE

DISCREPANCIES TO THIS

 

BUILDER TO CONFIRM EXISTING
STORMWATER PIT LEVELS PRIOR 10
COMMENCING WORKS, REPORT ANY

FIRM

 

 

SITE PLAN — SITE STORMWATER MANAGEMENT

Scale 1: 200

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

ALL STORMWATER

 

PIPES TO BE LAID AT

FINISHED SITE DRAINAGE IN
ACCORDANCE WITH HYDRAULICS
CONSULTANTS DOCUMENTATION.

 

 

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

1:100 MIN. UNO.

 

 

BU
| AEX. STORMWATER PIT
SL: 1.05

ILL: 0.00 (APPROX.)
(ASSET ID 1003814)

ROOF DRAINAGE:
ALL GUTTERS AND DOWNPIPES TO

COMPLY WITH BCA VOLUME 2 PART
3.5.3

 

KE

EX. SWPT EXISTING STORMWATER PIT

EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&Cc EXISTING KERB & CHANNEL

NS.L. NATURAL SURFACE LEVEL

F.H. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR

KERB EXISTING KERBING

RCEW REINFORCED CONCRETE END WALL
S.V STOP VALVE
W.M WATER METER
| | RAINFALL
LANDSCAPING ROOF RUNOFF

ee

 

WATER
TANKS

 

 

 

TO GROUNDWATER

cs

ON-SITE STORMWATER
PITS, GRATED DRAINS
& JUNCTION BOXES.

RUNOFF TO COUNCIL
INFRASTRUCTURE

WATER CYCLE DIAGRAMATIC

Checked:
hunnt———L__p——1__1m1:200 @ Al st ppg 5835
1:400 @ A3 “|S Richardson

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM

THE ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND

THE ARCHITECTURAL DRAWINGS ARE TO BE REFERRED

TO THE ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL

EXISTING SERVICES WITHIN AND ADJACENT THE

ALLOTMENT AND SHALL ENSURE THAT ALL NEW WORKS

ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL

DEPTH LINE DIAGRAM.

HYDRAULICS

1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF

FIXTURES.

2. ALL SANITARY HYDRAULICS AND WATER RETICULATION

WITHIN THE ALLOTMENT BOUNDARY TO BE IN

ACCORDANCE WITH AS3500.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS

OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING

ALL NECESSARY PERMITS AND APPROVALS.

4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF

ALL EXISTING SERVICES AS INDICATED ON THESE AND

ASSOCIATED PLANS PRIOR TO THE COMMENCING OF

WORK.

5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH

UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE

PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.

JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH

THE MANUFACTURERS REQUIREMENTS.

6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A

MINIMUM GRADE OF 1 IN 60.

7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ;
63MM DIAM. OR LESS — HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE

8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY

PIPEWORK TO BE TYPE B COPPER.

9. WATER SERVICES ARE NOT PERMITTED IN GROUND

SLABS AND ALL JOINS AND CONNECTIONS SHALL BE

MADE ABOVE THE SLAB.

10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE

INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS

ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441.

11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING

CAPS SITUATED IN VEHICULAR OR PEDESTRIAN

PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR

CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE

IN APPROVED CONCRETE PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES

PENETRATING SLABS TO BE WRAPPED IN AN APPROVED

FLEXIBLE JOINT JOINT WRAPPING.

14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM

INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.

 

DRIVEWAY

 

A WATER RE-USE TANKS ADDED

27.02.23

 

 

 

Revision | Description

Date

 

“FOR APPROVAL

 

drawings are copyright and are not to be used or reproduced
the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated

without

 

C) St

ABN 40 098 481 899

DEBUILD T/A

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

Title:

PLAN

STORMWATER MANAGEMENT

 

Project

130-152 Gympie Tce,
Noosaville

 

Drawn

Pate: Sent 22 1H

Design

 

 

Drg No.

52225-SW1.1

 

 

TH

A.